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五台梁清礁工程整治效果分析
引用本文:胡鹏飞,李梁喜.五台梁清礁工程整治效果分析[J].水运工程,2022(2):129-134.
作者姓名:胡鹏飞  李梁喜
作者单位:长江重庆航运工程勘察设计院,重庆 401147;云南省港航投资建设有限责任公司,云南 昆明 650051
摘    要:在三峡水库消落期和汛期河道恢复至天然状态时,五台梁礁石突出碍航,制约航道发展,亟需实施清礁整治。考虑近期航道建设和远期扩能提升需求,拟定了一次性整体切除清礁方案,并采用数值模拟方法对方案整治效果进行预测分析。结果显示:1)工程实施后,清礁区水深增大,过流能力增加。2)局部水流流态明显改善,水流趋于平顺,航道侧横流减至0.25 m s以下。3)4.5 m水深航道宽度在300 m以上,达到了预期整治目标,证明方案合理、整治效果符合预期。

关 键 词:孤礁  清礁  数学模型  效果分析

Effect analysis of Wutailiang reef removal project
HU Peng-fei,LI Liang-xi.Effect analysis of Wutailiang reef removal project[J].Port & Waterway Engineering,2022(2):129-134.
Authors:HU Peng-fei  LI Liang-xi
Institution:(Changjiang Chongqing Harbor Waterway Engineering Investigation and Design Institute,Chongqing 401147,China;Yunnan Port and Channel Investment Construction Co.,Ltd.,Kunming 650051,China)
Abstract:When the river channel recovers to its natural state during the falling stage and flood period of the Three Gorges Reservoir,the reef hinders navigation in Wutailiang and restricts the development of the waterway.Therefore,reef removal is urgently needed.According to requirements for short-term waterway construction and long-term capacity expansion,a one-time reef removal scheme was drawn up.Numerical simulation methods were used to predict and analyze the implementation effect.The results are as follows:1)After the implementation of the project,the water depth and the flow capacity in the reef removal area increase.2)The flow regime of the local water area is significantly improved and the flow tends to be smooth.The transverse flow of the channel is reduced to less than 0.25 m s.3)The water channel with a depth of 4.5 m is above 300 m wide,which has achieved the expected regulation goal.It proves that the scheme is reasonable and meets expectations.
Keywords:isolated reef  reef removal  mathematical model  effect analysis
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